City of Pompano Beach
Department of Development Services
Building Inspections Division
100 W. Atlantic Blvd Pompano Beach, FL 33060
High Velocity Hurricane Zones Uniform Permit
Phone: 954.786.4669 Fax: 954.786.4677
Florida Building Code 6
th
Edition 2017
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND
ATTACH THE REQUIRED DOCUMENTS BELOW:
Roof System
Required Sections of the Permit
Application Form
Attachments Required See List
Below
Low Slope Application A,B,C 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 A,B,C 4,5,6,7
Asphaltic Shingles A,B,D 1,2,4,5,6,7
Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7
Metal Roofs A,B,D 1,2,3,4,5,6,7
Wood Shingles and Shakes A,B,D 1,2,4,5,6,7
Other As Applicable 1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4. Other Component Product Approval
5. Municipal Permit Application
6. Owner’s Notification for Roofing Considerations (Reroofing Only)
7. Any Required Roof Testing / Calculation Documentation
G:\Zoning 2009\Forms and Sample documents\Website Documents\Building\Forms\hv_hurricane_roof_app.pdf Modified: 2.5.2018
___________________________ ____________________________ ________________________
City of Pompano Beach
Department of Development Services
Building Inspections Division
100 W. Atlantic Blvd Pompano Beach, FL 33060
High Velocity Hurricane Zones Uniform Permit
Phone: 954.786.4669 Fax: 954.786.4677
Florida Building Code 6
th
Edition 2017
Section A (General Information)
Permit Number: ______________________
Contractor’s Name: _________________________________________________________________________
Job Address: _______________________________________________________________________________
ROOF CATEGORY
Low Slow Mechanically Fastened Tile Mortar / Adhesive Set Tile
Asphaltic Shingles Metal Panel/ Shingles Wood Shingles / Shakes
Prescriptive BUR-RAS 150
ROOF TYPE
New Roof Repair Maintenance Reroofing Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) Total (SF)
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
G:\Zoning 2009\Forms and Sample documents\Website Documents\Building\Forms\hv_hurricane_roof_app.pdf Modified: 2.5.2018
______________________________________________
______________________________________________
______________________________________________
______________________________________________
______________________________________________
____________________________________________
_____________________________________
City of Pompano Beach
Department of Development Services
Building Inspections Division
100 W. Atlantic Blvd Pompano Beach, FL 33060
High Velocity Hurricane Zones Uniform Permit
Phone: 954.786.4669 Fax: 954.786.4677
Florida Building Code 6
th
Edition 2017
Section C (Low Sloped Roof Systems)
Fill in Specific Roof Assembly Components and Identify
manufacturer
(If a component is not used, identify as “NA”)
System Manufacturer: ____________________________
Product Approval # _____________________________
Design Wind Pressures, From RAS 128 or Calculations:
P1: ___________ P2: ___________ P3: ___________
Max. Design Pressure, from the specific product
approval system: _______________________________
Deck:
Type:____________________________________
Gauge / Thickness:
____________________
Slope:___________________________________
Anchor/ Base Sheet & No. of Ply(s):
______________
Anchor/ Base Sheet Fastener/ Bonding Material:
Insulation Base Layer: ___________________________
Base Insulation Size and Thickness:
_____________
Base Insulation Fastener/ Bonding Material:
Top Insulation Layer: ____________________________
Top Insulation Size and Thickness:
________________
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s): ______________________
Base Insulation Fastener/ Bonding Material:
Ply Sheet(s) and No. of Ply(s):
____________________
Ply Sheet Fastener/ Bonding Material:
Top Ply:
____________________________________
Top Ply Fastener/ Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Field _________ “oc @ LAP, #Rows _____@ ______” oc
Perimeter ______“oc @ LAP, #Rows _____@ ______” oc
Corner _________ “oc @ LAP. #Rows _____@ _____” oc
Number of Fasteners Per Insulation Board
Field: ________ Perimeter: ________ Corner: _________
Illustrated Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height Base Flashing,
Component Material, Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufactures Details that Comply with RAS
111 and Chapter 16.
G:\Zoning 2009\Forms and Sample documents\Website Documents\Building\Forms\hv_hurricane_roof_app.pdf Modified: 2.5.2018
Deck Type:
Type Underlayment:
Insulation:
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet:
Roof Covering:
Roof Slope:
_______:
12
Ridge Ventilation?
_________________
Mean Roof Height:
_____________
City of Pompano Beach
Department of Development Services
Building Inspections Division
100 W. Atlantic Blvd Pompano Beach, FL 33060
High Velocity Hurricane Zones Uniform Permit
Phone: 954.786.4669 Fax: 954.786.4677
Florida Building Code 6
th
Edition 2017
Section D (Steep Sloped Roof System)
Roof System Manufacturer: ____________________________________________________________
Notice of Acceptance Number: ____________________________________________________________
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: _____________ P1: _____________ P1: _____________
Type & Size
Drip Edge:
G:\Zoning 2009\Forms and Sample documents\Website Documents\Building\Forms\hv_hurricane_roof_app.pdf Modified: 2.5.2018
City of Pompano Beach
Department of Development Services
Building Inspections Division
100 W. Atlantic Blvd Pompano Beach, FL 33060
High Velocity Hurricane Zones Uniform Permit
Phone: 954.786.4669 Fax: 954.786.4677
Florida Building Code 6
th
Edition 2017
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values of M
r
with the values from M
f
. If the
M
f
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 “Moment Based Tile Calculations Per RAS 127”
(P
1
: ______ X λ______ = _________) - M
g
: _________ = M
r1
________ (Product App M
f
Product) M
f
_________
(P
2
: ______ X λ ______ = _________) - M
g
: _________ = M
r2
________ (Product App M
f
Product) M
f
_________
(P
3
: ______ X λ ______ = ________) - M
g
: _________ = M
r3
________ (Product App M
f
Product) M
f
_________
Method 2 “Simplified Tile Calculation Per Table Below
Required Moment of Resistance (M
r
) From Table Below: ____________ M
f
Product Approval ___________
Mean Roof Height
15’ 20’ 25’ 30’ 40’
Roof Slope
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of Moment Based Tile Systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift Based Tile Systems use Method 3. Compare the values for F’ with the values for F
r
. If the F’ values are greater
than or equal to the F
r
values for each area of the roof, then the tile attachment method is acceptable.
Method 3 “Uplift Based Title Calculations Per RAS 127
(P
1
: _____ x L: _____ = _____ x w: = _____) - W: _______ x cos Ө: _____ = F
r1
: _____ (Product App) F’ ________
(P
2
: _____ x L: _____ = _____ x w: = _____) - W: _______ x cos Ө: _____ = F
r2
: _____ (Product App) F’ ________
(P
3
: _____ x L: _____ = _____ x w: = _____) - W: _______ x cos Ө: _____ = F
r3
: _____ (Product App) F’ ________
Description
Symbol
Where to Find
Design Pressure P
1
or P
2
or P
3
RAS 127 Table 1 or by an engineering
analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
Ө
Job Site
Aerodynamic Multiplier
λ
Product Approval
Restoring Moment due to Gravity
M
g
Product Approval
Attachment Resistance
M
f
Product Approval
Required Moment Resistance
M
g
Calculated
Minimum Attachment Resistance
F’
Product Approval
Required Uplift Resistance
F
r
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
G:\Zoning 2009\Forms and Sample documents\Website Documents\Building\Forms\hv_hurricane_roof_app.pdf Modified: 2.5.2018
____________________________________ ___________ ________________________________ ___________
City of Pompano Beach
Department of Development Services
Building Inspections Division
100 W. Atlantic Blvd Pompano Beach, FL 33060
High Velocity Hurricane Zones Uniform Permit
Phone: 954.786.4669 Fax: 954.786.4677
Florida Building Code 6
th
Edition 2017
Section 1524
HIGH VELOCITY HURRICANE ZONES-
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope.
As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required
roofing permit, and to explain to the owner the content of this section. The provisions of the Chapter 15 of the Florida
Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner and the contractor.
The owner’s initial in the designated space indicates that the item has been explained.
_____ 1.
Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in
accordance with the current provisions of Chapter 16 (High-Velocity Hurricane Zones) of the. (The roof deck is
usually concealed prior to removing the existing roof system).
_____ 2. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed
from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside decking may not be acceptable. The owner provides the option of maintaining
this appearance.
_____ 3.
Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded
from a buildup of water. Perimeter/ edge walls or other roof extensions may block this discharge if overflow
scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with
the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
Owner’s / Agent’s Signature Date Contractor’s Signature Date
G:\Zoning 2009\Forms and Sample documents\Website Documents\Building\Forms\hv_hurricane_roof_app.pdf Modified: 2.5.2018
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